Piling platform
Piling platform
(OP)
Hi
I am still confused with soil data i have to choose for the design of a working platform.
I have 2m of granual improved compacted granular material and cohesive subgrade. Water table is 1m below ground level.
What value do i choose for the granual density:
Bulk unit weight;
Saturated;
Submerged;
Please help me out
I am still confused with soil data i have to choose for the design of a working platform.
I have 2m of granual improved compacted granular material and cohesive subgrade. Water table is 1m below ground level.
What value do i choose for the granual density:
Bulk unit weight;
Saturated;
Submerged;
Please help me out





RE: Piling platform
- EIT Geotechnical Engineer. I am here hoping to help, and learn a little along the way.